PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 02/23/26 EST. NO. 017 TIME 03:26 PM R.E. NAME: SALMAN RIDWAN 07-351304 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 017 0001 25,834.74 E.W. @ L.S.(+) 020626 N 0001 020 0001 29,248.00 E.W. @ L.S.(+) 012726 N 0001 55,082.74 TOTAL THIS ESTIMATE 90,650.35 TOTAL PREVIOUS ESTIMATE 145,733.09 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 02/23/26 EST. NO. 017 TIME 03:26 PM R.E. NAME: SALMAN RIDWAN 07-351304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL 2025 CEM 4401 -10,000.00 017 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-351304 TIME 03:26 PM ESTIMATE NO. 017 BID OPENING 11/16/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: SALMAN RIDWAN DATE OF THIS ESTIMATE 02/23/26 LOCATION RERUN PROGRESS ESTIMATE 07-LA-2-15.1 ----------------------- 07-LA-5-22.5 POWELL CONSTRUCTORS INC LOS ANGELES COUNTY AT ROUTE 2/5 SEPARATION 8555 BANANA AVENUE FONTANA CA 92335 FED. AID NO. ACNH-X037(235)E SEISMIC RETROFIT AND GUARDRAIL UPGRADE. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.070 700.00 0.590 5,900 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,200.0000 605,000.00 20.000 44,000.00 150.000 330,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.500 30,000 007 TRAFFIC CONTROL SYSTEM LS 1,065,000.0000 1,065,000.00 0.070 74,550.00 0.530 564,450 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 5,690.00 1,100.070 1,100 009 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,700.00 46.000 2,300 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 150.0000 8,700.00 0.000 0 SYSTEM DAY 011 TEMPORARY PAVEMENT MARKER EA 13.0000 1,027.00 0.000 0 012 TEMPORARY BARRIER SYSTEM LF 45.0000 133,200.00 3,220.000 144,900 013 END OF QUEUE MONITORING AND WARNING WITH EA 1,200.0000 21,600.00 0.000 0 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 014 TEMPORARY CRASH CUSHION MODULE EA 250.0000 7,000.00 14.000 3,500 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 3,500.0000 14,000.00 4.000 14,000 016 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 4,000.0000 24,000.00 3.000 12,000 SYSTEM 017 JOB SITE MANAGEMENT LS 70,000.0000 70,000.00 0.070 4,900.00 0.570 39,900 018 WATER POLLUTION CONTROL PROGRAM LS 900.0000 900.00 1.000 900 019 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 4,900.00 10.000 3,500 020 TEMPORARY FIBER ROLL LF 3.0000 9,000.00 0.000 0 021 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 4,800.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-351304 TIME 03:26 PM ESTIMATE NO. 017 BID OPENING 11/16/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: SALMAN RIDWAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 0.200 1,200 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.3000 3,910.00 0.000 0 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.5500 18,260.00 18,220.000 10,021 025 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 0.700 10,500 026 ROADWAY EXCAVATION CY 100.0000 28,000.00 104.620 10,462 027 STRUCTURE EXCAVATION (BRIDGE) CY 550.0000 232,650.00 53.330 29,331 (F) 028 STRUCTURE EXCAVATION (TYPE Z-2, AERIALLY CY 680.0000 30,600.00 18.000 12,240 (F) DEPOSITED LEAD) 029 STRUCTURE BACKFILL (BRIDGE) CY 300.0000 142,800.00 0.000 0 (F) 030 ROADSIDE CLEARING LS 3,000.0000 3,000.00 0.700 2,100 031 ORGANIC FERTILIZER LB 5.0000 40.00 0.000 0 032 PLANT (GROUP B) EA 45.0000 540.00 0.000 0 033 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0 034 WOOD MULCH CY 250.0000 500.00 0.000 0 035 CHECK AND TEST EXISTING IRRIGATION LS 2,000.0000 2,000.00 1.000 2,000 FACILITIES 036 OPERATE EXISTING IRRIGATION FACILITIES LS 3,000.0000 3,000.00 0.070 210.00 0.580 1,740 037 TREE WELL SPRINKLER ASSEMBLY EA 125.0000 3,000.00 0.000 0 038 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 14.0000 5,600.00 0.000 0 (F) LINE) 039 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 30.0000 3,300.00 0.000 0 (F) (SUPPLY LINE) 040 CLASS 3 AGGREGATE BASE (CY) CY 180.0000 14,400.00 0.000 0 041 LEAN CONCRETE BASE CY 530.0000 11,130.00 0.000 0 042 PRIME COAT TON 10,000.0000 3,000.00 0.000 0 043 HOT MIX ASPHALT (TYPE A) TON 605.0000 55,055.00 0.000 0 044 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 1,800.0000 9,000.00 0.000 0 045 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 7.0000 4,410.00 0.000 0 046 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.0000 525.00 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.0000 3,430.00 0.000 0 048 TACK COAT TON 2,800.0000 280.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-351304 TIME 03:26 PM ESTIMATE NO. 017 BID OPENING 11/16/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: SALMAN RIDWAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 REMOVE ASPHALT CONCRETE DIKE LF 17.0000 17,187.00 0.000 0 050 JOINTED PLAIN CONCRETE PAVEMENT CY 1,300.0000 46,800.00 0.000 0 051 REMOVE CONCRETE PAVEMENT AND BASE CY 150.0000 11,400.00 42.410 6,361 052 STRUCTURAL CONCRETE, BRIDGE CY 5,000.0000 125,000.00 0.000 0 (F) 053 DRILL AND BOND DOWEL LF 50.0000 450.00 36.000 1,800 054 DRILL AND BOND DOWEL (CHEMICAL LF 120.0000 67,800.00 0.000 0 ADHESIVE)(LF) 055 BAR REINFORCING STEEL (BRIDGE) LB 5.2500 5,307.75 0.000 0 (F) 056 STRUCTURAL STEEL (BRIDGE) LB 12.0000 118,380.00 0.000 0 (F) 057 BRIDGE REMOVAL (PORTION) LS 150,000.0000 150,000.00 1.000 150,000 058 FIBER REINFORCED POLYMER SYSTEM (COLUMN) SQFT 18.0000 347,706.00 0.000 0 059 FIBER REINFORCED POLYMER SYSTEM (BENT SQFT 17.0000 365,636.00 0.000 0 CAP) 060 STEEL KNEE JOINT CASING LB 12.2500 977,954.25 500.000 6,125.00 55,326.030 677,743 (F) 061 CONCRETED-ROCK SLOPE PROTECTION (150 LB, CY 600.0000 4,200.00 0.000 0 CLASS III, METHOD A) (CY) 062 MINOR CONCRETE (CURB AND GUTTER) CY 2,200.0000 17,600.00 0.000 0 063 REMOVE CONCRETE (CURB AND GUTTER) LF 25.0000 4,000.00 160.000 4,000 064 REMOVE PAVEMENT MARKER EA 6.0000 528.00 0.000 0 065 CONCRETE BARRIER DELINEATOR EA 20.0000 1,020.00 0.000 0 066 GUARD RAILING DELINEATOR EA 30.0000 14,700.00 0.000 0 067 PAVEMENT MARKER (RETROREFLECTIVE) EA 12.0000 2,760.00 0.000 0 068 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 900.00 0.000 0 069 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 100.0000 100.00 0.000 0 BRACKET METHOD) 070 REMOVE ROADSIDE SIGN PANEL EA 200.0000 200.00 0.000 0 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 975.00 0.000 0 (0.063"-UNFRAMED) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 420.00 0.000 0 (0.080"-UNFRAMED) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 2,910.00 0.000 0 (0.080"-FRAMED) 074 ROADSIDE SIGN - ONE POST EA 450.0000 3,150.00 0.000 0 075 ROADSIDE SIGN - TWO POST EA 1,200.0000 2,400.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-351304 TIME 03:26 PM ESTIMATE NO. 017 BID OPENING 11/16/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: SALMAN RIDWAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 250.00 0.000 0 METHOD) 077 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 39.5000 100,488.00 0.000 0 078 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.0000 50,000.00 0.000 0 079 DOUBLE MIDWEST GUARDRAIL SYSTEM (WOOD LF 80.0000 4,800.00 0.000 0 POST) 080 CONCRETE BARRIER (TYPE 60SD MODIFIED) LF 970.0000 239,590.00 35.750 34,677 (F) 081 TRANSITION RAILING (TYPE WB-31) EA 5,300.0000 26,500.00 0.000 0 082 RAIL TENSIONING ASSEMBLY EA 1,200.0000 1,200.00 0.000 0 083 END CAP (TYPE A) EA 400.0000 1,200.00 0.000 0 084 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,100.0000 10,500.00 0.000 0 085 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,950.0000 29,700.00 0.000 0 086 ALTERNATIVE MEDIAN TERMINAL TL-3 EA 15,100.0000 15,100.00 0.000 0 087 CONCRETE BARRIER (TYPE 60MS) LF 215.0000 68,800.00 24.400 5,246 088 CONCRETE BARRIER TRANSITION LF 2,000.0000 30,000.00 0.000 0 (F) 089 REMOVE GUARDRAIL LF 12.0000 27,600.00 1,465.000 17,580 090 RECONSTRUCT STEEL COVER PLATE EA 8,000.0000 8,000.00 0.000 0 091 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 3,900.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 9,360.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 093 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 2,898.00 1,000.000 1,150 094 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 095 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 465,310.0000 465,310.00 0.290 134,939 096 MODIFYING LIGHTING SYSTEMS LS 10,000.0000 10,000.00 0.000 0 097 BUILDING WORK LS 150,000.0000 150,000.00 0.250 37,500.00 0.250 37,500 PROGRAM CAS145 PAGE 5 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-351304 TIME 03:26 PM ESTIMATE NO. 017 BID OPENING 11/16/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: SALMAN RIDWAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 167,985.00 2,307,043.34 ADJUSTMENT OF COMPENSATION 0.00 56,808.80 EXTRA WORK 55,082.74 88,924.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 223,067.74 2,452,776.43 098 MOBILIZATION LS 663,007.0000 663,007.00 0.950 629,856 ORIGINAL CONTRACT AMOUNT 6,879,634.00 TOTAL WORK COMPLETED 223,067.74 3,082,633.08 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 213,067.74 3,072,633.08 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/16/24 525 10/19/25 05/13/24 03/19/27 397 42 0 0 38% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE DELAYED SALMAN RIDWAN RESIDENT ENGINEER